Based on the summary of the others researches,the applied calculation methods of the lateral stability of catenary single rib hingeless arch that carried the vertical loadings were analyzed.

A parameterized practical calculation method is proposed to investigate the lateral stability of a parabolic doublerib arch under nondirectional loads.

However,the weakness in lateral stability of arch ribs with.

Research on lateral stability influenced by inclined angle of through X-type double ribs arch bridge;

Anti-skidding of pavement surface is one of the important aspects of lateral stability.

This paper presents theoretical calculation method for lateral stability of beam body on rubber seat, based on the analysis of lateral stability of concrete simple-supported beam.

The influence of transverse stability and seismic behavior of half-through arch bridge of concrete filled steel tube by transverse bracing is studied, using finite element method.

This paper discusses the problem of transverse stability of concrete simply-supported beam applied on rubber bearing ,analyzes mechanics characteristic of beam before overturning ofbeamand establishes the calculating method about transverse stability of beam.

Finally,stability,especially transverse stability of bridge crane is preliminary probed.